Cementiferous compositions

ABSTRACT

This invention provides cementiferous compositions having improved flow characterisitics which are given by the incorporation of certain hydroxy acrylate copolymers. Typical copolymers are of acrylic or methacrylic acid with a hydroxyalkyl acrylate or methacrylate and are used preferably in the range 0.01% to 2.5% w/w on the cement in the cementiferous composition. This invention also provides novel additive compositions for use in the cementiferous compositions.

This application is a continuation-in-part of our copending application Ser. No. 390,167, filed June 21, 1982, now abandoned.

BACKGROUND OF THE INVENTION

This invention relates to cementiferous compositions and to additives for use in such compositions, which improve the physical characteristics such as the flow and workability of such compositions.

The cementiferous compositions with which this invention is concerned include concretes which comprise cement, coarse and fine aggregates and water; cement pastes which comprise cement and water, and mortars which comprise cement, sand and water; lime, sand and water, or mixtures containing both lime and cement. The invention is also applicable to high-pressure, steam-cured concretes comprising cement, aggregate and water; lime or limestone and siliceous materials such as silica flour and water.

The additives with which this invention is concerned are sometimes referred to as placticisers for concrete. Their purpose is to improve the flow characteristics of the cementiferous compositions containing them so that they may be pumped or effectively poured to fill all the spaces in a mould or other structure and yet not have their strength characteristics weakened by the inclusion of excessive amounts of air which, in certain circumstances, would be undesirable. In addition, these additives can be used to design cementiferous compositions with a reduced water content which still retain adequate flow properties for certain purposes and also produce a stronger concrete.

Various additives for use in cementiferous compositions have been previously proposed, including for example, lignosulphonates and sodium naphthalene sulfphonate formaldehyde condensates. Details of such materials are set out in "Chemical Admixtures for Concrete" by M. R. Rixom, published by E. and F. N. Spon Limited, London, and by the Halstead Press, a division of John Wiley and Sons Incorporated of New York, USA, where, at page 34, various known additives are considered.

Various polymeric materials have been evaluated as plasticiser additives for cementiferous compositions and it has now been found that certain water-soluble copolymers and their soluble salts comprising copolymers of ethylenically polymerizable carboxylic acids and the hydroxy alkyl esters of such acids have particular merit in this application.

SUMMARY OF THE INVENTION

This invention provides a cementiferous composition comprising, as a plasticizer additive, a copolymer, water-soluble or soluble salt thereof, comprising from 50 to 95 mole % of an ethylenically polymerizable carboxylic acid and from 5 to 50 mole % of a hydroxy alkyl ester of an ethylenically polymerizable carboxylic acid. The additives may conveniently contain an anti-foaming agent, alternatively known as an air detraining agent.

In accordance with a further aspect of this invention, there is provided a plasticiser additive composition comprising an aqueous solution of a copolymer or soluble salt thereof, comprising from 50 to 95 mole % of an ethylenically polymerizable carboxylic acid and from 5 to 50 mole % of a hydroxy alkyl ester of an ethylenically polymerizable caboxylic acid and an effective amount of an anti-foaming agent. Suitable and preferred acids and esters are discussed hereinbelow.

DESCRIPTION OF THE PREFERRED EMBODIMENTS

Suitable acids include acrylic, methacrylic, crotonic, maleic, fumaric, itaconic, citraconic, and/or aconitic acids and like ethylenically unsaturated acids. The preferred acids are acrylic, methacrylic, and maleic acid, with acrylic or methacrylic acid being most preferred. Suitable esters include the hydroxy ethyl, propyl, butyl, and like esters of the above acids. The preferred are those having hydroxy alkyl substituents of C₁ -C₈, most preferably hydroxy propyl. Preferred copolymers include copolymers of acrylic acid and hydroxy ethyl acrylate or methacrylate and of acrylic or methacrylic acid and hydroxypropyl acrylate or methacrylate. The most preferred copolymer is that of acrylic acid and hydroxy propyl methacrylate.

Preferably, the amount of anit-foaming agent in the composition is in the range 0.1% to 2.0% by weight of the copolymer or salt thereof. Suitable agents include tributyl phosphate, dibutyl phthalate, various water-insoluble alcohols and silicone derivatives.

Preferably the mole percentage of the acid in the copolymer is in the range 60 to 85 mole %. Absolute molecular weight of the copolymers of this invention have not been determined. However, apparent molecular weights as calculated relative to polyethylene glycol standards have been determined, using gel permeation chromatography. The apparent molecular weight of the copolymer may be varied over a wide range, the preferred range being 1000 to 15,000, most preferably 1000 to 9000.

Precise molecular weights have not been determined for all the copolymers used but in some cases viscosity determinations have been carried out. The preferred viscosity is less than 30 cps. as a 15% by weight aqueous solution in 1 molar NaCl.

The amount of hydroxy alkyl acrylate copolymer or soluble salt thereof used is preferably in the range of 0.01 to 2.5%, preferably 0.03 to 2.0%, on the cement in the cementiferous composition.

Suitable copolymers may be made by the copolymerization of the hydroxyl alkyl acrylate or methacrylate with the acrylic acid or other appropriate comonomers, using methods known in polymerization technology. The resultant copolymer may be neutralized with a suitable base such as sodium hydroxide or other soluble base and diluted with water to the required concentration for use in the cementiferous compositions and plasticiser additives provided by this invention.

EXAMPLES Materials and Methods

(a) Mix Design

    ______________________________________                                         Ordinary Portland Cement                                                                          350 kg/m.sup.3                                              ex Blue Circle                                                                 20 mm Croxden Gravel                                                                              780 kg/m.sup.3                                              10 mm Croxden Gravel                                                                              330 kg/m.sup.3                                              Zone 3                                                                         Almington Pit Sand 740 kg/m.sup.3                                              % Fines = 40                                                                   Aggregate/cement = 5.3                                                         ______________________________________                                    

Aggregates were washed, dried for 24 hours on a steam bed and allowed to cool for a further 24 hours.

(b) Mixing Procedure

The aggregate is placed in the mixer, approximately half the mixing water added and mixed for 30 seconds. After standing for 1 minute the mixer is re-started and the cement added over 30 seconds. The remaining water (containing the additive) is added and mixed for a further 3 minutes.

(c) Slump Test, Plastic Density, Compressive Strength

To British Standard BS 1881.

Results

Three copolymers additives (A, B and C) of the invention were prepared as described above and compared with known additives (D and E).

    ______________________________________                                                                        Visc (cps)                                                                     15% solids                                                         Mw   Mn     1 m NaCl                                        ______________________________________                                         (i)  75 mole % acrylic                                                              acid                                                                                               Admix-                                                                               8800 4300 5.5                                        25 mole % hydroxy   ture A                                                     propyl acrylate                                                           (ii) 67 mole % acrylic                                                              acid                                                                                               Admix-                                                                               8500 4700 5.3                                        33 mole % hydroxy   ture B                                                     propyl acrylate                                                           (iii)                                                                               80 mole % acrylic                                                              acid                                                                                               Admix-                                                                               9000 4500 5.7                                        20 mole % hydroxy   ture C                                                     propyl acrylate                                                           (iv) Calcium ligno       Admix-                                                     sulphonate          ture D                                                     42% solution                                                              (v)  Polymerized                                                                    Sodium                                                                         naphthalene         Admix-                                                     sulphonate 30%      ture E                                                     solution                                                                  ______________________________________                                    

Admixtures A, B and C contained 0.25% by weight of composition of tributyl phosphate (TBP).

These materials were evaluated as plasticisers in concrete using a water/cement (W/C) ratio=0.60.

Admixture dosage used as 140 cm³ /50 kg cement as 40% active solutions of their sodium salts.

Results are summarized in Table I.

                  TABLE I                                                          ______________________________________                                                  Plastic             Compressive Strength                                       Density   Slump     (N/mm.sup.2)                                      Admixture                                                                               (kg/m.sup.3)                                                                             (mm)      1 day   7 day                                     ______________________________________                                         Nil      2330       30       10.0    37.8                                      D        2330       70       9.4     37.5                                      A        2330      160       8.8     37.0                                      B        2330      120       8.3     37.5                                      C        2310      160       7.5     --                                        ______________________________________                                    

These results show that the copolymer additives of this invention are more efficient plasticisers than D, admixture A being more efficient than B and equivalent to C.

All the admixtures show some retardation on 1 day compressive strength. Admixture A gave slightly more retardation than D, with C showing significantly more retardation than A at 1 day. All 7 day compressive strength results were similar.

A similar set of experiments were carried out at two different W/C ratios, i.e. 0.64 and 0.56.

Results are shown in Tables II and III respectively.

                  TABLE II                                                         ______________________________________                                              Dose                                                                      Ad-  cm.sup.3 /50    Plastic      Compressive Strength                         mix- kg              Density                                                                               Slump (N/mm.sup.2)                                 ture Cement   W/C    (kg/m.sup.3)                                                                          (mm)  1 day  7 day                                 ______________________________________                                         Nil  Nil      0.64   2315    55   9.0    34.5                                  D    140      0.64   2315   170   7.1    32.8                                  A    140      0.64   2315   210   6.8    33.5                                  ______________________________________                                    

                  TABLE III                                                        ______________________________________                                              Dose                                                                      Ad-  cm.sup.3 150    Plastic      Compressive Strength                         mix- kg              Density                                                                               Slump (N/mm.sup.2)                                 ture Cement   W/C    kg/m.sup.3)                                                                           (mm)  1 day  7 day                                 ______________________________________                                         Nil  --       0.64   2330   55     9.0   34.5                                  D    140      0.56   --     10    --     --                                    A    140      0.56   2350   60    12.4   43.3                                  E    500      0.56   2350   80    --     42.7                                  ______________________________________                                    

It can be seen that D is ineffective at a W/C of 0.56 whereas admixture A still gives a slump similar to the control with a water reduction of 12.5%. E required dosage of 500 cm³ /50 kg cement to give a similar water reduction.

Compressive strengths are significantly higher than control at 1 and 7 days.

Further work was done to determine the effect of changes in the molecular weight and molar ratio of the components of the copolymer. Details of the copolymer are set out in Table IV and the effects on concrete are shown in Table V.

                  TABLE IV                                                         ______________________________________                                         Acrylic Acid (Na salt)-Hydroxy Propyl Acrylate Copolymers                                                           15%                                       Copolymer                    Visc (cps)                                                                             Copolymer                                 (moles) Sample   Solids      25% in  in 1M NaCl                                AA   HPA    No       w/w   pH  water   (cps)                                   ______________________________________                                         3    1      (361/11) 40.0  7.5 37      5.0                                                 (361/8)  41.0  7.5 42      5.9                                                 (361/12) 40.0  7.5 50      6.6                                     2.5  1      (361/16) 46.8  7.1 38      5.1                                                 (361/15) 45.5  7.3 43      5.4                                                 (361/25) 44.3  7.5 55      6.9                                     2    1      (361/18) 44.4  7.4 38      5.9                                                 (361/19) 42.6  7.6 42      6.8                                                 (361/26) 38.0  7.6 58      7.7                                     ______________________________________                                          AA = Acrylic acid                                                              HPA = Hydroxy propyl acrylate.                                           

These copolymers were evaluated in a 350 kg/m³ OPC concrete mix design.

    ______________________________________                                         Mix Design                                                                     ______________________________________                                         OPC ex Blue Circle     350 kg/m.sup.3                                          20 mm Croxden Gravel   780 kg/m.sup.3                                          10 mm Croxden Gravel   330 kg/m.sup.3                                          Zone 3 Almington Pit Sand                                                                             740 kg/m.sup.3                                          % Fines = 40                                                                   Aggregate/cement = 5.3                                                         ______________________________________                                    

The copolymers were dosed at 0.28% bwc as 30% aqeuous solutions (+0.25% by weight of the composition tributyl phosphate as air entraining suppressant) and the results are detailed below:

                  TABLE V                                                          ______________________________________                                                                             Compressive                                                      Molecular     Strength                                                         Weight as     (N/mm.sup.2)                               Sample                                                                               Mole            function of                                                                            Slump 1    7    28                               No.   % AA            viscosity                                                                              (mm)  day  day  day                              ______________________________________                                         361/11                                                                               75            ↓    110   8.6  31.4 39.6                           361/8 75            ↓                                                                           Increasing                                                                             104 90                                                                               8.8  31.4 40.4                           361/12                                                                               75            ↓    80    8.3  30.9 40.8                           361/16                                                                               71.4          ↓                                                                           Increasing                                                                             110   8.5  31.9 41.3                           361/15                                                                               71.4          ↓                                                                           Increasing                                                                             95    8.8  31.7 38.6                           361/25                                                                               71.4          ↓    90    8.6  31.5 39.0                           361/18                                                                               67            ↓    105   8.4  30.6 38.0                           361/19                                                                               67            ↓                                                                           Increasing                                                                             105   8.1  31.2 37.0                           361/26                                                                               67            ↓    95    7.4  29.5 37.8                           Nil   Nil           ↓                                                                           --      20    9.8  30.4 40.0                           ______________________________________                                          AA = Acrylic acid.                                                       

These results suggest that all the copolymers show some retardation of 1 day compressive strength, being most significant with the 67 mole % AA (2/1) polymers. 7 and 28 days compressive strengths are very similar to control concrete except perhaps with the 67 mole % AA polymers which are somewhat lower. Plasticising action is shown to be related to the molecular weight/viscosity of the polymers and tends to increase as molecular weight/viscosity decreases.

The super-plasticising properties of the additives provided by this invention were compared with admixture E.

The additive of the invention was a 2.5/1 AA/HPA copolymer and comprised:

75 parts of a 40% solids copolymer solution

25 parts of water, and

0.25 parts tributyl phosphate (TBP)

All parts by weight and referred to as EP 82/27.

Super-plasticising Properties

Flowing Concrete

Super-plasticised concrete mixes were produced using composition A and EP 82/27 at a range of dosage levels. Workability was measured using the flow table method (DIN 1048). Flow "A" refers to the spread before tamping and flow "B" to the spread after the prescribed number of tamps.

    ______________________________________                                         Mix Design                                                                     ______________________________________                                         OPC ex Blue Circle 350 kg/m.sup.3                                              20 mm Croxden Gravel                                                                              780 kg/m.sup.3                                              10 mm Croxden Gravel                                                                              330 kg/m.sup.3                                              Zone 3 Almington Sand                                                                             740 kg/m.sup.3                                              % Fines = 40                                                                   Aggregate/cement = 5.3                                                         Water/cement = 0.66                                                            ______________________________________                                    

Results are shown in Table VI.

                                      TABLE VI                                     __________________________________________________________________________           Admixture                                                                      Dose       Flow Flow                                                                               Compressive Strength                                       % by wt.                                                                             Slump                                                                               "A"  "B" (N/mm.sup.2)                                         Admixture                                                                            OPC   (mm) (cm) (cm)                                                                               1 day                                                                              7 day                                                                              28 day                                       __________________________________________________________________________     Nil   --    50   20   --  9.4 31.3                                                                               38.0                                         Admix E                                                                              0.3   --   21,23                                                                               47,47                                                                              8.1 29.7                                                                               38.5                                         Admix E                                                                              0.5   --   25,25                                                                               51,51                                                                              9.5 32.0                                                                               39.5                                         Admix E                                                                               0.74 --   26,27                                                                               55,56                                                                              8.3 32.0                                                                               39.0                                         Admix E                                                                              1.0   --   40,40                                                                               63,61                                                                              9.5 32.0                                                                               37.3                                         EP 82/27                                                                             0.1   --   22,22                                                                               50,50                                                                              8.6 31.3                                                                               38.0                                         EP 82/27                                                                             0.2   --   26,26                                                                               53,52                                                                              9.8 32.0                                                                               38.5                                         EP 82/27                                                                             0.3   --   27,28                                                                               56,55                                                                              7.7 31.5                                                                               37.5                                         EP 82/27                                                                             0.4   --   35,33                                                                               62,58                                                                              7.4 31.5                                                                               37.0                                         __________________________________________________________________________

EP 82/27 is shown to produce highly workable concrete at much lower dosages than admixture E. The flow properties obtained by using admixture E at typical super-plasticiser dosage rates (0.6-1%) can be achieved by EP 82/27 at rates of addition in the range 0.2-0.4%.

High Range Water Reduction

Admixture E and EP 82/27 were used to produce high range water reductions (constant workability) in the following mix design.

    ______________________________________                                         OPC ex Blue Circle  350 kg/m.sup.3                                             20 mm Croxden Gravel                                                                               780 kg/m.sup.3                                             10 mm Croxden Gravel                                                                               330 kg/m.sup.3                                             Zone 3 Almington Pit Sand                                                                          740 kg/m.sup.3                                             % Fines = 40                                                                   Aggregate/cement = 5.3                                                         ______________________________________                                    

Results shown in Table VII.

                                      TABLE VII                                    __________________________________________________________________________            Admixture                                                                      Dose %             Compressive Strength                                        by wt    Slump                                                                              % Water                                                                              (N/mm.sup.2)                                         Admixture                                                                             OPC   W/C                                                                               (mm)                                                                               Reduction                                                                            1 day                                                                              7 day                                                                              28 day                                       __________________________________________________________________________     Nil    --    0.66                                                                              60  --    8.2 27.3                                                                               38.5                                         Admix E                                                                               0.3   0.61                                                                              55   7.4  9.1 32.7                                                                               42.0                                         Admix E                                                                               0.5   0.59                                                                              50  10.9  11.0                                                                               32.6                                                                               43.0                                         Admix E                                                                               1.0   0.55                                                                              60  15.7  12.9                                                                               39.0                                                                               45.0                                         Admix E                                                                               1.5   0.53                                                                              50  19.6  15.6                                                                               44.4                                                                               46.8                                         Admix E                                                                               2.5   0.51                                                                              45  22.8  15.0                                                                               44.0                                                                               53.0                                         EP 82/27                                                                              0.1   0.59                                                                              50  10.0  10.0                                                                               33.1                                                                               44.0                                         EP 82/27                                                                              0.2   0.59                                                                              55  10.9  10.2                                                                               36.3                                                                               46.0                                         EP 82/27                                                                              0.5   0.55                                                                              55  15.7  11.1                                                                               39.8                                                                               49.8                                         EP 82/27                                                                              0.8   0.53                                                                              60  19.6  11.1                                                                               44.0                                                                               51.0                                         EP 82/27                                                                              1.5   0.51                                                                              55  22.8   9.2                                                                               45.0                                                                               56.8                                         __________________________________________________________________________

Compared with admixture E, EP 82/27 is shown to perform very efficiently as a water reducing agent, producing similar increases in compressive strength at much lower doses.

Evaluation of Range of Hydroxy Monomers

Abbreviations used:

AA=Acrylic acid

MAA=Methacrylic acid

HPA=Hydroxy propyl acrylate

HPMA=Hydroxy propyl methacrylate

HEMA=Hydroxy ethyl methacrylate

HEA=Hydroxy ethyl acrylate

TBP=Tri-n-butyl phosphate

Copolymers were prepared as 30% w/w active solutions as sodium salts in water (+0.25% TBP).

    ______________________________________                                                             Visc (cps)                                                                     15% IM                                                                         aqueous NaCl                                               ______________________________________                                         F       2.5/1 molar                                                                               MAA/HPA    7.4                                              G       2.5/1 molar                                                                               AA/HEMA    5.1                                              H       2.5/1 molar                                                                               AA/HPMA    5.4                                              J       2.5/1 molar                                                                               AA/HEA     3.4                                              ______________________________________                                    

The copolymers were evaluated in concrete in comparison with EP 82/27 (viscosity 5.1 cps) (2.5/1 molar AA/HPA).

    ______________________________________                                         Mix Design                                                                     ______________________________________                                         OPC                  3.5 kg                                                    20 mm Croxden Gravel 7.8 kg                                                    10 mm Croxden Gravel 3.3 kg                                                    Zone 3 Almington Pit Sand                                                                           7.0 kg                                                    ______________________________________                                    

Admixtures were dosed at 0.4% bwc in order to produce flowing concrete.

Workability of the concrete was measured using "Flow Table" according to DIN 1048.

Flow A refers to spread before tamping and Flow B to the spread after tamping.

w/c=0.61

                  TABLE VIII                                                       ______________________________________                                                                         Compressive Strength                                   Slump   Flow A   Flow B (N/mm.sup.2)                                   Admixture                                                                              (mm)    (cm)     (cm)   7 day  28 day                                  ______________________________________                                         Nil     90      23       40     33.2   44.8                                    EP 82/27                                                                               --      31       60     34.5   44.0                                    F       --      32       61     32.5   44.3                                    G       --      35       61     34.5   45.2                                    H       --      39       64     32.8   44.3                                    J       --      32       60     33.0   45.5                                    ______________________________________                                    

Using the same mix design, admixtures G and H were re-evaluated in comparison with both EP 82/27 and admixture E in order to determine 1 day compressive strengths and "set" times.

                  TABLE IX                                                         ______________________________________                                                                               Compressive                              ad-   Admixture                       Strength                                 mix-  Dose      Slump   Flow A Flow B (N/mm.sup.2)                             ture  % bwc     (mm)    (cm)   (cm)   1 day                                    ______________________________________                                         Nil   --        90      23     40     9.5                                      EP 82/27                                                                             0.4       --      43     63     8.1                                      G     0.4       --      43     66     8.8                                      H     0.3       --      44     67     8.4                                      H     0.4       --      49     68     8.2                                      Admix E                                                                              1.0       --      48     66     8.5                                      ______________________________________                                    

Penetration tests were conducted using a Proctor Needle (according to ASTM No. C-403-80) and the results are summarized below:

                  TABLE X                                                          ______________________________________                                                  Admixture  Extension of Set over Control                                       Dose       (hours)                                                    Admixture                                                                               % bwc      Initial     Final                                          ______________________________________                                         EP 82/27 0.4        2.2         2.2                                            G        0.4        1.4         1.6                                            H        0.3        1.0         1.3                                            H        0.4        2.7         2.5                                            Admix E  1.0        2.7         2.5                                            ______________________________________                                    

The plasticising performance of a range of hydroxy acrylates/methacrylates demonstrates that the AA/HPMA copolymer is preferred.

The use of methacrylic acid instead of acrylic acid in EP 82/27 gives similar results.

In concretes of similar initial high workability set retardation is in the following order (2.5/1 copolymers with AA).

    ______________________________________                                         Admixture E ≧                                                                       HPA >     HEMA >     HPMA                                          (retards most)                   (retards least)                               ______________________________________                                    

Various copolymers were made to demonstrate the effect of varying the AA/HPMA ratio of the general type of admixture H.

    ______________________________________                                                               Visc (cps)                                                                     15% solids in                                                                  1M aqueous NaCl                                          ______________________________________                                         K   2/1    molar   (67 mole                                                                               AA/HPMA  5.3                                                           % AA)                                                       L   2.5/1  molar   (71 mole                                                                               AA/HPMA  5.1                                                           % AA)                                                       M   3.0/1  molar   (75 mole                                                                               AA/HPMA  6.4                                                           % AA)                                                       N   5.0/1  molar   (83 mole                                                                               AA/HPMA  5.2                                                           % AA)                                                       P   1/0    molar   (100 mole                                                                              AA       6.6                                                           % AA)                                                       ______________________________________                                    

Each copolymer was made up into the following additive composition

30% Copolymer as Na salt

70% Water

+0.25% TBP

    ______________________________________                                         Mix Design                                                                     ______________________________________                                         OPC                  350 kg/m.sup.3                                            20 mm Croxden Gravel 780 kg/m.sup.3                                            10 mm Croxden Gravel 330 kg/m.sup.3                                            Zone 3 Almington Pit Sand                                                                           700 kg/m.sup.3                                            Water                200 kg/m.sup.3                                            Water/cement = 0.57                                                            % Fines = 38.7                                                                 Aggregate/cement = 5.2                                                         Admixture dose = 0.4% bwc.                                                     ______________________________________                                    

                  TABLE XI                                                         ______________________________________                                                                         Compressive Strength                                   Slump                   (N/mm.sup.2)                                   Admixture                                                                              (mm)    Flow A   Flow B 1 day  7 day                                   ______________________________________                                         Nil     60      20        *     11.2   38.0                                    K               32       56     9.5    37.0                                    L               30       56     9.6    38.0                                    M               28       53     8.8    35.5                                    N               24       50     8.6    38.3                                    P               20       44     8.0    34.7                                    ______________________________________                                          *No cohesion                                                             

Results show mole % AA in copolymer significantly affects performance as a plasticiser and to some extent early compressive strength development and support the preferred 60 to 85 mole % acrylic acid content.

Comparisons were made with two other commercially-available plasticisers. They were:

Composition B-a calcium lignosulphonate 43% w/w solution

Composition C=a polysaccharide-based water reducing agent

    ______________________________________                                         Mix Design                                                                     ______________________________________                                         OPC ex Blue Circle  350 kg/m.sup.3                                             20 mm Croxden Gravel                                                                               780 kg/m.sup.3                                             10 mm Croxden Gravel                                                                               330 kg/m.sup.3                                             Zone 1 Almington Pit Sand                                                                           70 kg/m.sup.3                                             Zone 2 Almington Pit Sand                                                                          670 kg/m.sup.3                                             Aggregate/cement = 5.3                                                         % Fines = 40                                                                   ______________________________________                                    

                                      TABLE XII                                    __________________________________________________________________________             Admixture                                                                               Plastic  Compressive Strength                                         Dose     Density                                                                             Slump                                                                              (N/mm.sup.2)                                         Admixture                                                                              % bwc W/C                                                                               (kg/m.sup.3)                                                                        (mm)                                                                               1 day                                                                              7 day                                                                              28 day                                       __________________________________________________________________________     Nil     Nil   0.67                                                                              2360  45 3.1 31.8                                                                               40.2                                         EP 82/27                                                                                0.05 0.67                                                                              2360  85 3.1 31.7                                                                               39.3                                         EP 82/27                                                                               0.1   0.67                                                                              2360 160 2.8 31.0                                                                               39.6                                         EP 82/27                                                                               0.2   0.67                                                                              2360 195 3.1 31.3                                                                               40.0                                         Comp B  0.2   0.67                                                                              2360 140 3.1 32.4                                                                               41.2                                         Comp B  0.3   0.67                                                                              2360 150 2.3 30.7                                                                               39.1                                         Comp B  0.4   0.67                                                                              2360 180 2.3 31.2                                                                               41.0                                         Comp C  0.2   0.67                                                                              2360 175 3.3 33.1                                                                               40.5                                         Comp C  0.3   0.67                                                                              2360 190 2.7 33.6                                                                               41.2                                         Comp C  0.4   0.67                                                                              2360 220 1.0 33.9                                                                               43.0                                         __________________________________________________________________________

At the dosage levels used here EP 82/27 shows no retardation of 1 day compressive strength. Increased dosages of composition B and composition C to obtain higher workability result in retardation of early strength.

7 and 28 day compressive strength results are all similar.

EP 82/27 is shown to perform as a highly effective low dosage plasticizer.

Comparing the dosage levels required to produce concrete with, e.g. 150 mm slump:

    ______________________________________                                         EP 82/27             0.09% bwc                                                 Composition B        0.25% bwc                                                 Composition C        0.16% bwc                                                 ______________________________________                                     

We claim:
 1. A cementiferous composition comprising as a plasticizer additive, a water-soluble copolymer or soluble salt thereof comprising from 50 to 95 mole % of an ethylenically polymerizable caboxylic acid and from 5 to 50 mole % of a hydroxy alkyl ester of an ethylenically polymerizable carboxylic acid.
 2. A cementiferous composition as claimed in claim 1 in which the mole percentage of acid in the copolymer is in the range 60 to 85 mole %; in which the acid is selected from the group consisting of acrylic acid, methacrylic acid, and maleic acid and the ester is selected from the group consisting of hydroxy ethyl, hydroxy propyl, and hydroxy butyl acrylate and methacrylate; and in which the molecular weight of the copolymer is in the range of 1000 to 15,000.
 3. A cementiferous composition as claimed in claim 2 in which the acid is acrylic or methacrylic acid and the ester is hydroxy propyl acrylate or methacrylate and in which the molecular weight of the copolymer is in the range 1000 to
 9000. 4. A cementiferous composition as claimed in claim 1 in which the amount of hydroxy alkyl ester copolymer is in the range of 0.01-2.5% by weight on the cement in the cementiferous composition.
 5. A plasticiser additive composition comprising an aqueous solution of a copolymer, or soluble salt thereof, comprising 50 to 95 mole % of an ethylenically polymerizable carboxylic acid and from 5 to 50 mole % of a hydroxy alkyl ester of an ethylenically polymerizable carboxylic acid and an effective amount of an anti-foaming agent.
 6. A plasticiser additive composition as claimed in claim 5, in which the amount of anti-foaming agent is in the range 0.1 to 2% by weight of the copolymer or salt thereof and in which the acid is selected from the group consisting of acrylic acid, methacrylic acid, and maleic acid and the ester is selected from the group consisting of hydroxy ethyl, hydroxy propyl, and hydroxy butyl acrylate and methacrylate.
 7. A plasticiser additive composition as claimed in claim 6, in which the anti-foaming agent is selected from the group consisting of tributyl phosphate, dibutyl phthalate, water-insoluble alcohols and silicone derivatives and in which the acid is acrylic or methacrylic acid and the acrylate is hydroxy propyl acrylate or methacrylate.
 8. A plasticiser additive composition as claimed in claim 5 in which the ester is hydroxy propyl methacrylate.
 9. A plasticiser additive composition as claimed in claim 6 in which the ester is hydroxy propyl methacrylate.
 10. A plasticiser additive composition as claimed in claim 7 in which the ester is hydroxy propyl methacrylate.
 11. A plasticiser additive composition as claimed in claim 5 in which the mole percentage of acrylic acid in the copolymer is in the range of 60-85 mole %.
 12. A plasticiser additive composition as claimed in claim 6 in which the mole percentage of acrylic acid in the copolymer is in the range of 60-85 mole %.
 13. A plasticiser additive composition as claimed in claim 7 in which the mole percentage of acrylic acid in the copolymer is in the range of 60-85 mole %.
 14. A plasticiser additive composition as claimed in claim 8 in which the mole percentage of acrylic acid in the copolymer is in the range of 60-85 mole %.
 15. A plasticiser additive composition as claimed in claim 9 in which the mole percentage of acrylic acid in the copolymer is in the range of 60-85 mole %.
 16. A plasticiser additive composition as claimed in claim 10 in which the mole percentage of acrylic acid in the copolymer is in the range of 60-85 mole %.
 17. A process for the preparation of a plasticised cementiferous composition comprising adding to a cementiferous material a plasticizer additive as claimed in claim
 5. 18. A process for the preparation of a plasticised cementiferous composition comprising adding to a cementiferous material a plasticiser additive as claimed in claim
 6. 19. A process for the preparation of a plasticised cementiferous composition comprising adding to a cementiferous material a plasticiser additive as claimed in claim
 8. 20. A process for the preparation of a plasticised cementiferous composition comprising adding to a cementiferous material a plasticiser additive as claimed in claim
 11. 